WO2012034543A1 - Structural connector for bamboo - Google Patents
Structural connector for bamboo Download PDFInfo
- Publication number
- WO2012034543A1 WO2012034543A1 PCT/CR2010/000001 CR2010000001W WO2012034543A1 WO 2012034543 A1 WO2012034543 A1 WO 2012034543A1 CR 2010000001 W CR2010000001 W CR 2010000001W WO 2012034543 A1 WO2012034543 A1 WO 2012034543A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- bar
- plates
- tubular element
- spring
- bamboo
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Ceased
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2668—Connections specially adapted therefor for members with a round cross-section
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B5/00—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them
- F16B5/02—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them by means of fastening members using screw-thread
- F16B5/0266—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them by means of fastening members using screw-thread using springs
Definitions
- the present invention is related to the construction sector in general, structures not limited to walls, floors, skies or ceilings (International Classification E04B1 / 18), specifically in the sector of structures comprising elongated load bearing elements, as per example columns, beams, trusses and the like (International Classification E04B1 / 18) and more specifically the connections between structural elements (International Classification E04B1 / 18B).
- the present invention is especially designed for structures with bamboo bearing elements, although not limited to these (International Classification E04B 1/26), more specifically connections specially adapted for these structures (E04B1 / 26B).
- connection sector for structures in general is also applicable, for construction elements in the form of a closed section bar (E04B1 / 58C) and of substantially circular shape (E04B1 / 58C2), with separate connection devices (E04B1 / 58C2C).
- Another type of known joint which can be called a mechanical joint, which also consists of a threaded rod, with the difference that instead of being filled with mortar, the reeds are reinforced in their holes by sheets, plates or perforated and nailed or screwed washers on the bamboo surface. It has the advantage of being lighter but its resistance is much lower. This variant is also used without plates or washers by tying the reeds with wire, leather strips or rope, which over time become loose.
- Another type of union is with mortar and rods. In this joint, in addition to the mortar filling, a series of rods is introduced through the cell where the joint is made, in order to improve the reinforcement. It offers better resistance but is more expensive and heavy than those described above.
- clamp connection Another type of joint is known as clamp connection.
- a sheet of metal is wound around the surface of the rods to be joined, near or around the point where the rod is drilled to produce a union of the mechanical type already described.
- the clamp is fixed to the rod by a plurality of screws. This reinforcement makes it possible to build a relatively light and much stronger joint than the previous ones. However, it is of artisanal construction, relatively slow and subject to error.
- union with plates Another type of union, known as union with plates, consists of screwing wide plates on both sides to a set of rods that go to said plates. These joints are considered heavy and expensive due to the structural capacity required in the plates, apart from the fact that their resistance is not much higher than that of the mechanical joints. Unlike the previous unions, it allows the axial axes of the rods to be on the same plane, which contributes to a more balanced handling of the loads.
- Patent DE 3817236 discloses an advance in this regard, by providing a joint of the clamp type split into two semi-cylindrical sections, which are joined together by means of screws to hold the rod and provide separately bases for the connection of additional construction elements, since be reeds provided with the same type of connector or elements of other types.
- this connector is designed for rods or rods of circular section with very uniform dimensions and is too rigid. By fully hugging the reeds does not admit variations in the dimensions of the different reeds, nor own and natural variations of the reed throughout its useful life.
- all joints shown lack the ability to automatically and safely adjust to dimensional variations during the useful life of the structure, such as the shrinkage of the bamboo cane.
- Figure 1 shows a first embodiment of the invention with the bar in section view.
- Figure 2 shows a second embodiment of the invention with the bar in section view.
- Figure 3 shows orthogonal views of the plate element for a first embodiment of the invention.
- Figure 4 shows orthogonal views of the plate element and its cover for an alternative embodiment of the invention.
- Figure 5 shows orthogonal views of the plate and a spring bolt installed between the plate and the bolt in alternative embodiments of the invention.
- the present invention provides a joint system for circular section bars, typically of bamboo, composed of two base plates, a flexible connector installed inside the bar and a pair of bolts that press said plates against said flexible connector.
- a universal connection is provided, in the sense that it can not only accept through said base plates the interconnection of bamboo bars, but also the union of other construction elements of various types.
- the shape of the plates allows connecting to rods of various diameters within a typical range of sizes.
- the flexible connector allows to absorb the dimensional variations characteristic of the construction with bamboo and also to limit its extension in case of excessive loads.
- the area of application of this invention is that of connections for structures in general, for construction elements in the form of a closed section bar and of substantially circular shape, particularly bamboo pieces. Within said area, it refers specifically to the type of connections that fix one or more universal bases to each bamboo bar, which are joined together to connect with other bars or with other elements by means of additional connection devices.
- An improvement provided by the present invention is to provide a universal joint, which can connect both structural elements provided with said joint, like any other type of element that can be coupled with the base surface offered by said joint. Furthermore, said joint provides a flexible clamping system, which absorbs the dimensional variations that may occur in the bar, such as those produced by the natural shrinkage of bamboo. Said tightening system is configured in such a way that the flexible elements operate in compression, so that in case of an excessive load they will deform until they reach their maximum compression, from which point their resistance to the applied load becomes substantially higher.
- the joint consists of two base plates (1A, IB), a flexible connector (2) and two bolts (3 A, 3B) that join the base plates (1A, IB) with the flexible connector (2) and press them against the surface of the bamboo bar (4) to fix it.
- this does not exclude the possibility of using expanded plates, which are connected to each other by two or more sets of connectors and bolts.
- the plates (1A, IB) have various perforations or grooves (11) provided for fixing additional structural elements.
- Said plates (1A, IB) are located in a diametrically opposite position with respect to each other on the external surface of the bar (4).
- On their outer face these plates (1A, IB) offer a flat surface (12), in order to facilitate the fixation of other structural elements by means of the perforations or grooves mentioned (11), while on their inner face they offer a surface concave (13), which adapts to a typical range of bar diameters (4), for example the type of bars used in bamboo construction.
- the plates (1A, IB) can also have bent edges towards the outside of their concave surface (13) and cut in the form of teeth or serrations, which are embedded in the surface of the bar (4) when pressed against it. This does not exclude the possibility of alternative ways of producing a serrated or rough surface to improve the friction of the plates against the surface of the bar (4).
- the flexible connector (2) is in the form of an elongated cylindrical capsule.
- Said capsule can be formed, for example, from a tube whose edges have been deformed to reduce its diameter at the ends (21 A, 2 IB). This form does not exclude the possibility that the connector has lateral openings in order to facilitate the handling and installation of the other elements that compose it.
- At inside said connector (2) there are two springs (5A, 5B), one resting against each of its ends of reduced diameter (21 A, 2 IB).
- the connector (2) is placed inside a diametral perforation (41A, 41B) previously practiced in the bar (4), and the plates (1A, IB) are placed on the external surface (42) of the bar, one at each end of said perforation (41 A, 4 IB).
- Each of the bolts (3A, 3B) passes through the corresponding plate (1A, IB) and is inserted into the flexible connector (2) through each of its ends (21 A, 2 IB) until it crosses each of the springs ( 5 A, 5B).
- each bolt (3A, 3B) protruding from the end of each spring (5A, 5B) near the center of the connector (2), a nut (6A, 6B) and its corresponding washer (7 A, 7B) to tighten the assembly by turning either the nuts (6A, 6B) or the bolts (3A, 3B).
- the connector contains only a helical spring (5 A), which rests against the edge of reduced diameter (21 A) of one of the connector ends and is tightened with a bolt (3 A).
- the bolt on the opposite side (3B) pulls the connector (2) using the corresponding nut (6B) and washer (7B), resting directly on the end of reduced diameter (2 IB).
- the plates (1A, IB) contain a second flat surface (14) hidden under the external flat surface (12), on which the bolt heads (3A, 3B) can be supported so that they are also hidden.
- a cover (8, 8A, 8B) can be added, which can help reinforce the plate (1A, IB) and cover the bolt heads (3A, 3B).
- the flexible connector is not used. Instead, a single bolt (3) is used which from one of the plates (1A) to the opposite plate (IB). In order to sustain the tightening in case of a dimensional variation in the bar, the springs (5 A, 5B, 9A) are placed between the bolt head (3) and the plate or between the bolt nut (3) and the plate (1A, IB).
- each end of the connector (21 A, 2 IB) has a washer (22 A, 22B) as a cover, so that the Springs (5 A, 5B) are pressed against said washers (22A, 22B).
- bushings can be placed around the bolts (3A, 3B), adjacent to the plates (1A, IB), so that these bushings prevent direct contact of the bolts (3 A, 3B) with the perforation walls (41 A, 4 IB) on the bar (4).
- These preferred forms of the invention do not exclude the possibility of using other types of springs compatible with the described connector, for example in the form of one or more conical washers (9A).
- the plates (1 A, IB) are pressed against the bar by a single bolt that goes directly from one of the plates (1A) to the opposite plate (IB).
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
"CONECTOR ESTRUCTURAL PARA BAMBÚ" "STRUCTURAL CONNECTOR FOR BAMBOO"
Sector tecnológico Technology sector
La presente invención está relacionada con el sector de las construcciones en general, estructuras no limitadas a paredes, pisos, cielos o techos (Clasificación Internacional E04B1/18), específicamente en el sector de las estructuras que comprenden elementos portantes de carga alargados, como por ejemplo columnas, vigas, cerchas y similares (Clasificación Internacional E04B1/18) y más específicamente las conexiones entre elementos estructurales (Clasificación Internacional E04B1/18B). La presente invención está concebida especialmente para estructuras con elementos portantes de bambú, aunque no limitada a estas (Clasificación Internacional E04B 1/26), más específicamente conexiones especialmente adaptadas para estas estructuras ( E04B1/26B). The present invention is related to the construction sector in general, structures not limited to walls, floors, skies or ceilings (International Classification E04B1 / 18), specifically in the sector of structures comprising elongated load bearing elements, as per example columns, beams, trusses and the like (International Classification E04B1 / 18) and more specifically the connections between structural elements (International Classification E04B1 / 18B). The present invention is especially designed for structures with bamboo bearing elements, although not limited to these (International Classification E04B 1/26), more specifically connections specially adapted for these structures (E04B1 / 26B).
También es aplicable el sector de conexiones para estructuras en general, para elementos constructivos en forma de barra de sección cerrada (E04B1/58C) y de forma sustancialmente circular (E04B1/58C2), con dispositivos de conexión separados (E04B1/58C2C). The connection sector for structures in general is also applicable, for construction elements in the form of a closed section bar (E04B1 / 58C) and of substantially circular shape (E04B1 / 58C2), with separate connection devices (E04B1 / 58C2C).
Antecedentes de la invención Background of the invention
El campo de la construcción con bambú presenta un importante reto técnico en la fabricación de las uniones. Dichas uniones deben ser al mismo tiempo lo más livianas posible y ofrecer la mayor capacidad de transmisión de carga sin llegar a convertirse en un punto débil o de origen de ruptura en la caña de bambú. The field of bamboo construction presents an important technical challenge in the manufacture of joints. Said joints should be as light as possible at the same time and offer the greatest capacity for load transmission without becoming a weak or breaking point in the bamboo cane.
Existen actualmente una variedad de uniones de este tipo, como se describen por ejemplo en los estudios llevados a cabo por Caori P. Takeuchi. Una de ellas es la del tipo Simón Vélez, que consiste en una barra roscada atravesando varias cañas y apretada en sus extremos contra el conjunto de cañas mediante tuercas y arandelas. Las celdas atravesadas por dicha barra se rellenan con mortero con el fin de reforzarlas. Se considera una unión demasiado pesada y su resistencia es relativamente baja. There are currently a variety of unions of this type, as described for example in the studies carried out by Caori P. Takeuchi. One of them is that of the Simón Vélez type, which consists of a threaded rod through several rods and pressed at its ends against the set of rods using nuts and washers. The cells crossed by said bar are filled with mortar in order to reinforce them. A joint is considered too heavy and its resistance is relatively low.
Otro tipo de unión conocida, a la cual se le puede llamar, unión mecánica, la cual consiste también en una barra roscada, con la diferencia de que en vez de rellenarse con mortero, las cañas se refuerzan en sus agujeros mediante láminas, placas o arandelas perforadas y clavadas o atornilladas sobre la superficie del bambú. Tiene la ventaja de ser más liviana pero su resistencia es mucho menor. Se utiliza también esta variante sin placas o arandelas amarrando las cañas con alambre, tiras de cuero o mecate, que con el paso del tiempo se aflojan. Otro tipo de unión es con mortero y varillas. En esta unión, además del relleno con mortero, se introduce una serie de varillas a través de la celda donde se practica la unión, a fin de mejorar el refuerzo. Ofrece mejor resistencia pero es más costosa y pesada que las anteriormente descritas. Another type of known joint, which can be called a mechanical joint, which also consists of a threaded rod, with the difference that instead of being filled with mortar, the reeds are reinforced in their holes by sheets, plates or perforated and nailed or screwed washers on the bamboo surface. It has the advantage of being lighter but its resistance is much lower. This variant is also used without plates or washers by tying the reeds with wire, leather strips or rope, which over time become loose. Another type of union is with mortar and rods. In this joint, in addition to the mortar filling, a series of rods is introduced through the cell where the joint is made, in order to improve the reinforcement. It offers better resistance but is more expensive and heavy than those described above.
Otro tipo de unión es conocida como unión con abrazadera. En este tipo de unión se arrolla una lámina de metal en torno a la superficie de las cañas a unir, cerca o alrededor del punto donde se perfora la caña para producir una unión del tipo mecánica ya descrita. La abrazadera se fija a la caña mediante una pluralidad de tornillos. Este refuerzo permite construir una unión relativamente liviana y mucho más resistente que las anteriores. Sin embargo es de construcción artesanal, relativamente lenta y sujeta a error. Another type of joint is known as clamp connection. In this type of joint, a sheet of metal is wound around the surface of the rods to be joined, near or around the point where the rod is drilled to produce a union of the mechanical type already described. The clamp is fixed to the rod by a plurality of screws. This reinforcement makes it possible to build a relatively light and much stronger joint than the previous ones. However, it is of artisanal construction, relatively slow and subject to error.
Otro tipo de unión, conocida como unión con platinas, consiste en atornillar platinas anchas por ambos lados a un conjunto de cañas que concurren a dichas platinas. Estas uniones se consideran pesadas y costosas debido a la capacidad estructural requerida en las platinas, aparte de que su resistencia no es muy superior a la de las uniones mecánicas. A diferencia de las uniones anteriores, permite que los ejes axiales de las cañas se encuentren sobre un mismo plano, lo que contribuye a un manejo más balanceado de las cargas. Another type of union, known as union with plates, consists of screwing wide plates on both sides to a set of rods that go to said plates. These joints are considered heavy and expensive due to the structural capacity required in the plates, apart from the fact that their resistance is not much higher than that of the mechanical joints. Unlike the previous unions, it allows the axial axes of the rods to be on the same plane, which contributes to a more balanced handling of the loads.
Todas las uniones descritas anteriormente presentan la desventaja de que se aplican a una forma única de unión entre las cañas, de modo que para agregar diferentes tipos de elementos constructivos se requeriría considerar otros tipos de uniones. A fin de lograr un sistema constructivo más uniforme sería deseable contar con un tipo de unión más versátil o universal. All the joints described above have the disadvantage that they are applied to a unique form of connection between the rods, so that in order to add different types of construction elements it would be necessary to consider other types of joints. In order to achieve a more uniform construction system, it would be desirable to have a more versatile or universal type of joint.
La patente DE 3817236 revela un avance en este sentido, al proveer una unión del tipo abrazadera partida en dos secciones semicilíndricas, las cuales se unen entre sí mediante tornillos para sujetar la caña y proveen por aparte bases para la conexión de elementos constructivos adicionales, ya sea cañas provistas del mimo tipo de conector o elementos de otros tipos. Patent DE 3817236 discloses an advance in this regard, by providing a joint of the clamp type split into two semi-cylindrical sections, which are joined together by means of screws to hold the rod and provide separately bases for the connection of additional construction elements, since be reeds provided with the same type of connector or elements of other types.
Sin embargo este conector está concebido para cañas o barras de sección circular con dimensiones muy uniformes y resulta demasiado rígido. Al abrazar por completo las cañas no admite variaciones en las dimensiones de las diferentes cañas, ni variaciones propias y naturales de la caña a lo largo de su vida útil. However, this connector is designed for rods or rods of circular section with very uniform dimensions and is too rigid. By fully hugging the reeds does not admit variations in the dimensions of the different reeds, nor own and natural variations of the reed throughout its useful life.
Además de las limitaciones ya descritas, todas las uniones mostradas carecen de una capacidad para ajustarse automáticamente y de manera segura a variaciones dimensionales durante la vida útil de la estructura, como por ejemplo el encogimiento propio de la caña de bambú. In addition to the limitations already described, all joints shown lack the ability to automatically and safely adjust to dimensional variations during the useful life of the structure, such as the shrinkage of the bamboo cane.
Breve descripción de los dibujos Brief description of the drawings
Los dibujos incluidos muestran la mejor manera de llevar a cabo la invención así como ejemplos de otras varias realizaciones posibles de la invención. The included drawings show the best way to carry out the invention as well as examples of several other possible embodiments of the invention.
La figura 1 muestra una primera realización de la invención con la barra en vista de corte. La figura 2 muestra una segunda realización de la invención con la barra en vista de corte. La figura 3 muestra vistas ortogonales del elemento de placa para una primera realización de la invención. Figure 1 shows a first embodiment of the invention with the bar in section view. Figure 2 shows a second embodiment of the invention with the bar in section view. Figure 3 shows orthogonal views of the plate element for a first embodiment of the invention.
La figura 4 muestra vistas ortogonales del elemento de placa y su cubierta para una realización alternativa de la invención. Figure 4 shows orthogonal views of the plate element and its cover for an alternative embodiment of the invention.
La figura 5 muestra vistas ortogonales de la placa y un perno con resorte instalado entre la placa y el perno en realizaciones alternativas de la invención. Figure 5 shows orthogonal views of the plate and a spring bolt installed between the plate and the bolt in alternative embodiments of the invention.
Descripción Description
La presente invención provee un sistema de unión para barras de sección circular, típicamente de bambú, compuesta de dos placas base, un conector flexible instalado dentro de la barra y un par de pernos que aprietan dichas placas contra dicho conector flexible. De esta manera se provee una unión de carácter universal, en el sentido de que puede no sólo aceptar a través de dichas placas base la interconexión de barras de bambú, sino también la unión de otros elementos constructivos de diversos tipos. La forma de las placas permite conectarse a cañas de diversos diámetros dentro de un rango típico de tamaños. El conector flexible permite absorber las variaciones dimensionales características de la construcción con bambú y asimismo limitar su extensión en caso de cargas excesivas. The present invention provides a joint system for circular section bars, typically of bamboo, composed of two base plates, a flexible connector installed inside the bar and a pair of bolts that press said plates against said flexible connector. In this way a universal connection is provided, in the sense that it can not only accept through said base plates the interconnection of bamboo bars, but also the union of other construction elements of various types. The shape of the plates allows connecting to rods of various diameters within a typical range of sizes. The flexible connector allows to absorb the dimensional variations characteristic of the construction with bamboo and also to limit its extension in case of excessive loads.
Descripción detallada Detailed description
El área de aplicación de esta invención es la de conexiones para estructuras en general, para elementos constructivos en forma de barra de sección cerrada y de forma sustancialmente circular, particularmente piezas de bambú. Dentro de dicha área, se refiere específicamente al tipo de conexiones que fijan una o más bases universales a cada barra de bambú, las cuales se unen entre sí para conectarse con otras barras o con otros elementos mediante dispositivos de conexión adicionales. The area of application of this invention is that of connections for structures in general, for construction elements in the form of a closed section bar and of substantially circular shape, particularly bamboo pieces. Within said area, it refers specifically to the type of connections that fix one or more universal bases to each bamboo bar, which are joined together to connect with other bars or with other elements by means of additional connection devices.
Una mejora aportada por la presente invención consiste en proveer una unión de carácter universal, la cual puede conectar entre sí tanto elementos estructurales provistos de dicha unión, como cualquier otro tipo de elemento que se pueda acoplar con la superficie base ofrecida por dicha unión. Además dicha unión provee un sistema de apriete flexible, el cual absorbe las variaciones dimensionales que puedan ocurrir en la barra, como por ejemplo las que se producen por el encogimiento natural del bambú. Dicho sistema de apriete está configurado de tal manera que los elementos flexibles operan en compresión, de modo que en caso de darse una carga excesiva estos se deformarán hasta alcanzar su compresión máxima, a partir de cuyo punto su resistencia a la carga aplicada se vuelve sustancialmente mayor. An improvement provided by the present invention is to provide a universal joint, which can connect both structural elements provided with said joint, like any other type of element that can be coupled with the base surface offered by said joint. Furthermore, said joint provides a flexible clamping system, which absorbs the dimensional variations that may occur in the bar, such as those produced by the natural shrinkage of bamboo. Said tightening system is configured in such a way that the flexible elements operate in compression, so that in case of an excessive load they will deform until they reach their maximum compression, from which point their resistance to the applied load becomes substantially higher.
En una forma preferida de la invención, la unión consta de dos placas base (1A, IB), un conector flexible (2) y dos pernos (3 A, 3B) que unen las placas base (1A, IB) con el conector flexible (2) y las aprietan contra la superficie de la barra de bambú (4) para fijarse a ella. Sin embargo esto no excluye la posibilidad de utilizar placas ampliadas, las cuales se conectan entre sí mediante dos o más conjuntos de conectores y pernos. In a preferred form of the invention, the joint consists of two base plates (1A, IB), a flexible connector (2) and two bolts (3 A, 3B) that join the base plates (1A, IB) with the flexible connector (2) and press them against the surface of the bamboo bar (4) to fix it. However, this does not exclude the possibility of using expanded plates, which are connected to each other by two or more sets of connectors and bolts.
En dicha forma preferida de la invención, las placas (1A, IB) cuentan con diversas perforaciones o ranuras (11) previstas para la fijación de elementos estructurarles adicionales. Dichas placas (1A, IB) se ubican en posición diametralmente opuesta una respecto a la otra sobre la superficie externa de la barra (4). En su cara externa estas placas (1A, IB) ofrecen una superficie plana (12), a fin de facilitar la fijación de otros elementos estructurales por medio de las perforaciones o ranuras mencionadas (11), mientras que en su cara interna ofrecen una superficie cóncava (13), la cual se adapta a un rango típico de diámetros de barras (4), por ejemplo el tipo de barras usadas en la construcción con bambú. Las placas (1A, IB) pueden contar además con bordes doblados hacia el exterior de su superficie cóncava (13) y recortados en forma de dientes o serraduras, los cuales se incrustan en la superficie de la barra (4) al apretarse contra ella. Esto no excluye la posibilidad de formas alternativas de producir una superficie dentada o rugosa para mejorar la fricción de las placas contra la superficie de la barra (4). In said preferred form of the invention, the plates (1A, IB) have various perforations or grooves (11) provided for fixing additional structural elements. Said plates (1A, IB) are located in a diametrically opposite position with respect to each other on the external surface of the bar (4). On their outer face these plates (1A, IB) offer a flat surface (12), in order to facilitate the fixation of other structural elements by means of the perforations or grooves mentioned (11), while on their inner face they offer a surface concave (13), which adapts to a typical range of bar diameters (4), for example the type of bars used in bamboo construction. The plates (1A, IB) can also have bent edges towards the outside of their concave surface (13) and cut in the form of teeth or serrations, which are embedded in the surface of the bar (4) when pressed against it. This does not exclude the possibility of alternative ways of producing a serrated or rough surface to improve the friction of the plates against the surface of the bar (4).
En una forma preferida de la invención, el conector flexible (2) es en la forma de una cápsula cilindrica y alargada. Dicha cápsula puede formarse, por ejemplo, a partir de un tubo cuyos bordes han sido deformados para reducir su diámetro en los extremos (21 A, 2 IB). Dicha forma no excluye la posibilidad de que el conector cuente con aberturas laterales a fin de facilitar la manipulación e instalación de los demás elementos que lo componen. En el interior de dicho conector (2), se encuentran dos resortes (5A, 5B), uno descansando contra cada uno de sus extremos de diámetro reducido (21 A, 2 IB). In a preferred form of the invention, the flexible connector (2) is in the form of an elongated cylindrical capsule. Said capsule can be formed, for example, from a tube whose edges have been deformed to reduce its diameter at the ends (21 A, 2 IB). This form does not exclude the possibility that the connector has lateral openings in order to facilitate the handling and installation of the other elements that compose it. At inside said connector (2), there are two springs (5A, 5B), one resting against each of its ends of reduced diameter (21 A, 2 IB).
En la configuración preferida, el conector (2) se coloca dentro de una perforación diametral (41A, 41B) previamente practicada en la barra (4), y las placas (1A, IB) se colocan sobre la superficie externa (42) de la barra, una en cada extremo de dicha perforación (41 A, 4 IB). Cada uno de los pernos (3A, 3B) atraviesa la placa correspondiente (1A, IB) y se introduce dentro del conector flexible (2) por cada uno de sus extremos (21 A, 2 IB) hasta atravesar cada uno de los resortes (5 A, 5B). En la punta de cada perno (3A, 3B) que sobresale por el extremo de cada resorte (5A, 5B) próximo al centro del conector (2), se coloca una tuerca (6A, 6B) y su correspondiente arandela (7 A, 7B) a fin de dar apriete al conjunto al girar ya sea las tuercas (6A, 6B) o los pernos (3A, 3B). In the preferred configuration, the connector (2) is placed inside a diametral perforation (41A, 41B) previously practiced in the bar (4), and the plates (1A, IB) are placed on the external surface (42) of the bar, one at each end of said perforation (41 A, 4 IB). Each of the bolts (3A, 3B) passes through the corresponding plate (1A, IB) and is inserted into the flexible connector (2) through each of its ends (21 A, 2 IB) until it crosses each of the springs ( 5 A, 5B). On the tip of each bolt (3A, 3B) protruding from the end of each spring (5A, 5B) near the center of the connector (2), a nut (6A, 6B) and its corresponding washer (7 A, 7B) to tighten the assembly by turning either the nuts (6A, 6B) or the bolts (3A, 3B).
En una configuración alternativa el conector contiene únicamente un resorte helicoidal (5 A), el cual descansa contra el borde de diámetro reducido (21 A) de uno de los extremos de conector y se aprieta con un perno (3 A). El perno del lado opuesto (3B) tira del conector (2) mediante la tuerca (6B) y arandela (7B) correspondientes apoyándose directamente sobre el extremo de diámetro reducido (2 IB). In an alternative configuration the connector contains only a helical spring (5 A), which rests against the edge of reduced diameter (21 A) of one of the connector ends and is tightened with a bolt (3 A). The bolt on the opposite side (3B) pulls the connector (2) using the corresponding nut (6B) and washer (7B), resting directly on the end of reduced diameter (2 IB).
En otra configuración alternativa, las placas (1A, IB) contienen una segunda superficie plana (14) oculta bajo la superficie plana externa (12), sobre la cual se pueden apoyar las cabezas de los pernos (3A, 3B) para que queden asimismo ocultas. Además se puede agregar una cubierta (8, 8A, 8B), la cual puede ayudar a reforzar la placa (1A, IB) y a cubrir las cabezas de los pernos (3A, 3B). In another alternative configuration, the plates (1A, IB) contain a second flat surface (14) hidden under the external flat surface (12), on which the bolt heads (3A, 3B) can be supported so that they are also hidden. In addition, a cover (8, 8A, 8B) can be added, which can help reinforce the plate (1A, IB) and cover the bolt heads (3A, 3B).
En otra configuración alternativa, no se utiliza el conector flexible. En su lugar se utiliza un perno único (3) el cual desde una de las placas (1A) hasta la placa opuesta (IB). A fin de sostener el apriete en caso de una variación dimensional en la barra, los resortes (5 A, 5B, 9A) van colocados entre la cabeza del perno (3) y la placa o entre la tuerca del perno (3) y la placa (1A, IB). In another alternative configuration, the flexible connector is not used. Instead, a single bolt (3) is used which from one of the plates (1A) to the opposite plate (IB). In order to sustain the tightening in case of a dimensional variation in the bar, the springs (5 A, 5B, 9A) are placed between the bolt head (3) and the plate or between the bolt nut (3) and the plate (1A, IB).
En otra configuración alternativa, a fin de mejorar el apoyo de los resortes (5 A, 5B), cada extremo del conector (21 A, 2 IB) tiene una arandela (22 A, 22B) a modo de tapa, de modo que los resortes (5 A, 5B) se aprieten contra dichas arandelas (22A, 22B). In another alternative configuration, in order to improve the support of the springs (5 A, 5B), each end of the connector (21 A, 2 IB) has a washer (22 A, 22B) as a cover, so that the Springs (5 A, 5B) are pressed against said washers (22A, 22B).
Como complemento a la forma preferida se pueden colocar bujes alrededor de los pernos (3A, 3B), contiguos a las placas (1A, IB), a fin de que estos bujes impidan el contacto directo de los pernos (3 A, 3B) con las paredes de la perforación (41 A, 4 IB) en la barra (4). Estas formas preferidas de la invención no excluyen la posibilidad de utilizar otros tipos de resortes compatibles con el conector descrito, por ejemplo en la forma de una o más arandelas cónicas (9A). Tampoco se excluye la posibilidad de prescindir del conector flexible, en cuyo caso las placas (1 A, IB) se aprietan contra la barra mediante un único perno que va directamente desde una de las placas (1A) hasta la placa opuesta (IB). As a complement to the preferred form, bushings can be placed around the bolts (3A, 3B), adjacent to the plates (1A, IB), so that these bushings prevent direct contact of the bolts (3 A, 3B) with the perforation walls (41 A, 4 IB) on the bar (4). These preferred forms of the invention do not exclude the possibility of using other types of springs compatible with the described connector, for example in the form of one or more conical washers (9A). Nor is it possible to dispense with the flexible connector, in which case the plates (1 A, IB) are pressed against the bar by a single bolt that goes directly from one of the plates (1A) to the opposite plate (IB).
Claims
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/CR2010/000001 WO2012034543A1 (en) | 2010-09-13 | 2010-09-13 | Structural connector for bamboo |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/CR2010/000001 WO2012034543A1 (en) | 2010-09-13 | 2010-09-13 | Structural connector for bamboo |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2012034543A1 true WO2012034543A1 (en) | 2012-03-22 |
Family
ID=45831022
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/CR2010/000001 Ceased WO2012034543A1 (en) | 2010-09-13 | 2010-09-13 | Structural connector for bamboo |
Country Status (1)
| Country | Link |
|---|---|
| WO (1) | WO2012034543A1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758218A (en) * | 2014-01-22 | 2014-04-30 | 西安建筑科技大学 | Connecting joint of wall stand column and floor framing |
| CN108518392A (en) * | 2018-04-10 | 2018-09-11 | 浙江思凯域新材料有限公司 | Connecting rod and the bindiny mechanism for connecting frame in the cleaning device of onal material |
| US10314836B2 (en) | 2014-09-23 | 2019-06-11 | Active Biotech Ab | Quinoline carboxamides for use in the treatment of multiple myeloma |
| CN110185146A (en) * | 2019-06-14 | 2019-08-30 | 北京中竹文化科技有限公司 | A kind of oblique T-type connection structure of round bamboo and connection method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB573229A (en) * | 1943-10-29 | 1945-11-12 | London & Midland Steel Scaffol | Improvements in scaffolding clamps |
| DE3817236A1 (en) * | 1988-05-20 | 1989-11-23 | Brusnowitz Georg | Junction connection for frameworks consisting of bamboo |
| US5615968A (en) * | 1995-09-19 | 1997-04-01 | Werner Co. | Hand rail coupler system |
| US20030138293A1 (en) * | 2002-01-18 | 2003-07-24 | Michael Sciortino | Truss union connector & truss mount |
| US20040238070A1 (en) * | 2000-10-23 | 2004-12-02 | Londono Jorge Bernardo | Method for preparing a terminal assembly for bamboo |
| CN2761727Y (en) * | 2004-10-12 | 2006-03-01 | 昆明理工大学 | Original bamboo structure node used for Tai family bamboo building |
| US20080292394A1 (en) * | 2007-05-24 | 2008-11-27 | Chou-Lian Yang | Tube rack connector |
-
2010
- 2010-09-13 WO PCT/CR2010/000001 patent/WO2012034543A1/en not_active Ceased
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB573229A (en) * | 1943-10-29 | 1945-11-12 | London & Midland Steel Scaffol | Improvements in scaffolding clamps |
| DE3817236A1 (en) * | 1988-05-20 | 1989-11-23 | Brusnowitz Georg | Junction connection for frameworks consisting of bamboo |
| US5615968A (en) * | 1995-09-19 | 1997-04-01 | Werner Co. | Hand rail coupler system |
| US20040238070A1 (en) * | 2000-10-23 | 2004-12-02 | Londono Jorge Bernardo | Method for preparing a terminal assembly for bamboo |
| US20030138293A1 (en) * | 2002-01-18 | 2003-07-24 | Michael Sciortino | Truss union connector & truss mount |
| CN2761727Y (en) * | 2004-10-12 | 2006-03-01 | 昆明理工大学 | Original bamboo structure node used for Tai family bamboo building |
| US20080292394A1 (en) * | 2007-05-24 | 2008-11-27 | Chou-Lian Yang | Tube rack connector |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758218A (en) * | 2014-01-22 | 2014-04-30 | 西安建筑科技大学 | Connecting joint of wall stand column and floor framing |
| CN103758218B (en) * | 2014-01-22 | 2017-02-01 | 西安建筑科技大学 | Connecting joint of wall stand column and floor framing |
| US10314836B2 (en) | 2014-09-23 | 2019-06-11 | Active Biotech Ab | Quinoline carboxamides for use in the treatment of multiple myeloma |
| CN108518392A (en) * | 2018-04-10 | 2018-09-11 | 浙江思凯域新材料有限公司 | Connecting rod and the bindiny mechanism for connecting frame in the cleaning device of onal material |
| CN110185146A (en) * | 2019-06-14 | 2019-08-30 | 北京中竹文化科技有限公司 | A kind of oblique T-type connection structure of round bamboo and connection method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| ES2935260T3 (en) | Device for detachable fixing of two intersecting formwork beams | |
| CN103306365B (en) | Architectural Construction body made by wood | |
| US20100005737A1 (en) | Buckling restrained brace | |
| WO2012034543A1 (en) | Structural connector for bamboo | |
| JP2019503248A5 (en) | ||
| ES2941668T3 (en) | Device for joining a modular blade | |
| ES2681701T3 (en) | Mechanical coupling arrangement for a lattice support beam | |
| WO2016005632A2 (en) | Device for connecting pillars and beams prefabricated from reinforced concrete with dry joints | |
| ES2390374T3 (en) | Pipe joint | |
| KR101517119B1 (en) | Lower support of sectional dome structure | |
| US8635831B2 (en) | Space truss system | |
| KR101530420B1 (en) | tensile device for tensile angle adjustment and easy to re-tensile | |
| EA028293B1 (en) | Intercoupled piping assembly | |
| TWM491702U (en) | Beam for construction | |
| CN205242624U (en) | Air film building cable net | |
| CN104563304A (en) | Joint for connecting buckling-restrained brace, concrete beam and concrete column | |
| WO2016132009A1 (en) | Spatial structure | |
| US10975900B1 (en) | Apparatus and method for bracing a load | |
| ES2749579T3 (en) | Shaft system | |
| JP2015166520A (en) | fastening structure | |
| KR20200039251A (en) | Apparatus to fix build outer pannel | |
| CN105452578A (en) | Structural frame | |
| JP5248940B2 (en) | Twist prevention structure of arch member in greenhouse structure | |
| JP6591107B1 (en) | Three-dimensional truss structure | |
| ES2693022T3 (en) | Frame panel formwork element |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 10857198 Country of ref document: EP Kind code of ref document: A1 |
|
| NENP | Non-entry into the national phase |
Ref country code: DE |
|
| 122 | Ep: pct application non-entry in european phase |
Ref document number: 10857198 Country of ref document: EP Kind code of ref document: A1 |